COLUMN-BEAM CONNECTION STRUCTURE AND METHOD FOR MANUFACTURING COLUMN-BEAM CONNECTION STRUCTURE

To further improve workability and effectively resist slip-out of a beam in a beam-to-column connection structure specialized for vertical load.SOLUTION: A beam-to-column connection structure includes a concrete column, at least one pair of H-shaped steel beams whose ends are butted against each oth...

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Main Authors ARITA MASAKI, KUWATA RYOHEI, NAKAYASU MASAAKI
Format Patent
LanguageEnglish
Japanese
Published 06.07.2023
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Abstract To further improve workability and effectively resist slip-out of a beam in a beam-to-column connection structure specialized for vertical load.SOLUTION: A beam-to-column connection structure includes a concrete column, at least one pair of H-shaped steel beams whose ends are butted against each other inside the concrete column and are connected to each other only at upper flanges, and at least one pair of bearing plates connected to the respective at least one pair of H-shaped steel beams and located inside the concrete column or in contact with the side surface of the concrete column.SELECTED DRAWING: Figure 2 【課題】鉛直荷重に特化した柱梁接合構造において、施工性をさらに向上させ、かつ梁の抜け出しに対して効果的に抵抗する。【解決手段】コンクリート柱と、上記コンクリート柱の内部で互いの端部が突き合わされ、上フランジのみで互いに接合される少なくとも1対のH形鋼梁と、上記少なくとも1対のH形鋼梁のそれぞれに接合され、上記コンクリート柱の内部に位置するか、または上記コンクリート柱の側面に接触する少なくとも1対の支圧板とを備える柱梁接合構造が提供される。【選択図】図2
AbstractList To further improve workability and effectively resist slip-out of a beam in a beam-to-column connection structure specialized for vertical load.SOLUTION: A beam-to-column connection structure includes a concrete column, at least one pair of H-shaped steel beams whose ends are butted against each other inside the concrete column and are connected to each other only at upper flanges, and at least one pair of bearing plates connected to the respective at least one pair of H-shaped steel beams and located inside the concrete column or in contact with the side surface of the concrete column.SELECTED DRAWING: Figure 2 【課題】鉛直荷重に特化した柱梁接合構造において、施工性をさらに向上させ、かつ梁の抜け出しに対して効果的に抵抗する。【解決手段】コンクリート柱と、上記コンクリート柱の内部で互いの端部が突き合わされ、上フランジのみで互いに接合される少なくとも1対のH形鋼梁と、上記少なくとも1対のH形鋼梁のそれぞれに接合され、上記コンクリート柱の内部に位置するか、または上記コンクリート柱の側面に接触する少なくとも1対の支圧板とを備える柱梁接合構造が提供される。【選択図】図2
Author NAKAYASU MASAAKI
KUWATA RYOHEI
ARITA MASAKI
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Snippet To further improve workability and effectively resist slip-out of a beam in a beam-to-column connection structure specialized for vertical load.SOLUTION: A...
SourceID epo
SourceType Open Access Repository
SubjectTerms BUILDING
CEILINGS
FIXED CONSTRUCTIONS
FLOORS
GENERAL BUILDING CONSTRUCTIONS
INSULATION OR OTHER PROTECTION OF BUILDINGS
ROOFS
WALLS, e.g. PARTITIONS
Title COLUMN-BEAM CONNECTION STRUCTURE AND METHOD FOR MANUFACTURING COLUMN-BEAM CONNECTION STRUCTURE
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